The behaviour of a complex geotechnical problem is measured in each constructions step and these measurements are compared to simulation results.
The code also provides for annual inspections by independent geotechnical engineers, who measure the distance between floor and ceiling to determine whether there has been any movement in the rock.
The measured geotechnical parameters of the treated soil shows that 6% lime is good enough to stabilize the subgrade soils.
Since it is often difficult or impossible to measure related geotechnical parameters in the field, their back analysis with a numerical modelling approach can be useful.
This baseline data can be used in conjunction with other existing geotechnical monitoring programs to measure changes over time when compared to data collected from additional scans over different time periods.
Based on results of the statistical analysis of a large amount of measured data in geotechnical engineering and civil engineering, the fundamental fuzzy models of rock slope stability are established by using the theory of fuzzy measures.
The nomograms make it possible to assess the feasibility of a TBM drive in a given geotechnical situation and to evaluate potential design measures or operational measures such as reductions in shield length, the installation of a higher thrust force, increases in the overcut or the lubrication of the shield surface, thus making a valuable contribution to the decision-making process.
The system was applied to several geotechnical engineering problems that involved measuring the groutability of sandy silt soil, monitoring seismic hazards in coal mines, predicting postearthquake soil liquefaction, and determining the propensity of slope collapse.
The relationships established would be used to predict the geotechnical parameters from in situ measured acoustic properties and vice versa, as well as being an indicator of the seafloor processes, potential gas bubbles hazard and gas hydrates resources or other suitable targets of acoustic surveys.
Determining soil water characteristic curve (SWCC) at a site is an essential step for implementing unsaturated soil mechanics in geotechnical engineering practice, which can be measured directly through various in-situ and/or laboratory tests.
